Himachal

AOC

Works

Civil Works

Restoration of rain damages of various Water Supply Scheme under Kharahal Section in Tehsil and Distt. Kullu

HP Irrigation and Public Health

Devdhar | Kullu, Himachal Pradesh

Amount: ₹69.2 LCloses: 14 Aug 2026Closed

Timeline

Published5 Aug 2026
Closed14 Aug 2026
Technical Evaluation20 Aug 2026
Financial Evaluation21 Aug 2026
Awarded19 Sept 2026

Bids

Item Rate

3 Bids19 Sept 2026

#	Company	Amount	Rank	Status
1	KAMI SHERPA L1₹69.1 LAccepted-AOC	₹69.1 L	L1	Accepted-AOC Eligible
2	Robin Thakur L2₹69.8 L+₹75,006.40 (1.09%)Rejected-Finance	₹69.8 L+₹75,006.40 (1.09%)	L2	Rejected-Finance In Eligible
3	Virender Singh Raghwa L3₹8.4 L−₹60.7 L (87.9%)Rejected-Finance	₹8.4 L−₹60.7 L (87.9%)	L3	Rejected-Finance In Eligible

BoQ Comparative

Line Items (7)

Sl No	Description	Qty	Unit	Virender Singh Raghwa L3	KAMI SHERPA L1	Robin Thakur L2
1.00	Excavation in foundations, trenches etc.in all kind of soil in all leads and lifts such as pick work, jumper work in saturated/unsaturated soil including bailing out water, blasting work in hard/ soft rock or chiseling in hard/soft rock where blasting is prohibited in all lifts stacking the excavated earth not more than 3 mtrs clear from the edge of excavation and then returning the stacked soil in 15 cm layers when required into plinths sides of each deposited layer by ramming and watering and then disposing of all surplus excavated earth foundations etc., consolidating as directed within all leads and lifts and handing over the useable materials available from excavation to department free of cost as per direction of Engineer-in-charge with in all leads and lifts.	1,678.32	Cum	295 ₹4,95,104.4	180 ₹3,02,097.6 Lowest	200 ₹3,35,664
2.00Providing, laying, jointing, lowering, aligning, fixing, testing and commissioning of G.I. Pipes conforming to IS:1239 (Part-I & Part-II), latest revision, ISI/BIS marked, of specified diameter and class (Light/Medium/Heavy) complete with all specials, G.I. fittings, sockets, bends, tees, reducers, unions, nipples, supports, hangers, nuts, bolts, washers, jointing materials including PTFE tape/hemp and approved jointing compound, cutting, threading, screwing, fabrication, making threaded joints, lowering in position, proper alignment, anchoring, hydraulic pressure testing, flushing, disinfection, trial run and commissioning, including all labour, tools & plants, machinery, loading, unloading, carriage, handling, storage, all leads and lifts, complete in all respects as per CPHEEO Manual, relevant IS Specifications, Departmental Specifications and the directions of the Engineer-in-Charge.
2.01	15 mm dia (Light Class) (S/S)	700	Rmt	155 ₹1,08,500	136 ₹95,200 Lowest	138 ₹96,600
2.02	20 mm dia (Light Class) (S/S)	1,910	Rmt	215 ₹4,10,650	183 ₹3,49,530 Lowest	185 ₹3,53,350
2.03	25 mm dia (Light Class) (S/S)	6,060	Rmt	295 ₹17,87,700	250 ₹15,15,000 Lowest	252 ₹15,27,120
2.04	32 mm dia (Light Class) (S/S)	6,250	Rmt	365 ₹22,81,250	312 ₹19,50,000 Lowest	314 ₹19,62,500
2.05	40 mm dia (Light Class) (S/S)	1,900	Rmt	485 ₹9,21,500	396 ₹7,52,400 Lowest	398 ₹7,56,200
2.06	50 mm dia (Light Class) (S/S)	3,900	Rmt	605 ₹23,59,500	498 ₹19,42,200 Lowest	500 ₹19,50,000

Tender Value

₹69.2 L

EMD Value

₹1.3 L

Closing Date

14 Aug 2026, 5:00 pmClosed

Tender Inviting Organisation

Name

Executive Engineer

Address

Jal SHakti Division Kullu

Work Description

SH Recovery and re construction of water supply schemes Bandal Halleni Chansari Seogi Kinja and Lari Manari Devdhar Under PDNA

Tender Information

Tender ID

2026_HPIPH_140615_1

Reference Number

5078-5127 Devdhar

Tender Type

Open Tender

Product Category

Civil Works

Form of Contract

Item Rate

Period of Work

60 days

Location

Devdhar

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

6 documents required · 6 mandatory

Fee/PreQual/Technical

RequiredEarnest Money and Cost of tender as per NIT (.pdf)

RequiredCertificate of registration as per NIT (.pdf)

RequiredCopy of PAN No, GST and EPF registration as per NIT (.pdf)

RequiredScanned copy of undertaking that i have carefully studied all the Terms and Condition as per NIT (.pdf)

RequiredThe authorization letter regarding digital signature certificate (DSC) as per NIT (.pdf)

Finance

RequiredBOQ (.xls)

Fee & Financial Details

Tender Fee Amount

₹2,000

Tender Fee Payable To

Executive Engineer

EMD Fee Amount

₹1.3 L

Important Dates

Last Activity

19 Sept 2026

Published

5 Aug 2026

Bid Opening

17 Aug 2026

Download Starts

5 Aug 2026

Download Ends

14 Aug 2026

Submission Starts

5 Aug 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (6 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Excavation in foundations, trenches etc.in all kind of soil in all leads and lifts such as pick work, jumper work in saturated/unsaturated soil including bailing out water, blasting work in hard/ soft rock or chiseling in hard/soft rock where blasting is prohibited in all lifts stacking the excavated earth not more than 3 mtrs clear from the edge of excavation and then returning the stacked soil in 15 cm layers when required into plinths sides of each deposited layer by ramming and watering and then disposing of all surplus excavated earth foundations etc., consolidating as directed within all leads and lifts and handing over the useable materials available from excavation to department free of cost as per direction of Engineer-in-charge with in all leads and lifts.
2Providing, laying, jointing, lowering, aligning, fixing, testing and commissioning of G.I. Pipes conforming to IS:1239 (Part-I & Part-II), latest revision, ISI/BIS marked, of specified diameter and class (Light/Medium/Heavy) complete with all specials, G.I. fittings, sockets, bends, tees, reducers, unions, nipples, supports, hangers, nuts, bolts, washers, jointing materials including PTFE tape/hemp and approved jointing compound, cutting, threading, screwing, fabrication, making threaded joints, lowering in position, proper alignment, anchoring, hydraulic pressure testing, flushing, disinfection, trial run and commissioning, including all labour, tools & plants, machinery, loading, unloading, carriage, handling, storage, all leads and lifts, complete in all respects as per CPHEEO Manual, relevant IS Specifications, Departmental Specifications and the directions of the Engineer-in-Charge.
2.01	15 mm dia (Light Class) (S/S)	700	Rmt	-	-
2.02	20 mm dia (Light Class) (S/S)	-	Rmt	-	-
2.03	25 mm dia (Light Class) (S/S)	-	Rmt	-	-
2.04	32 mm dia (Light Class) (S/S)	-	Rmt	-	-
2.05	40 mm dia (Light Class) (S/S)	-	Rmt	-	-
2.06	50 mm dia (Light Class) (S/S)	-	Rmt	-	-

Stage Documents

Stage Summary Snapshot

stage.html

html • 0.05 MB

Technical Bid Opening

tech_bid_open.pdf

PDF

Technical Evaluation

tech_eval.pdf

PDF

Financial Bid Opening

fin_bid_open.pdf

PDF

boq_comp_chart.xlsx

xlsx

Financial Evaluation

fin_eval.pdf

PDF

Award of Contract

aoc.pdf

PDF

Documents

Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.

Tender Page Snapshot

details.html

html • 0.04 MB

NIT Documents

Tendernotice_1.pdf

PDF • 0.53 MB

Work Item Documents

FORMSIX.pdf

Tender Documents • 0.40 MB

FORMEIGHT.pdf

Tender Documents • 1.43 MB

TERMANDCONDITION.pdf

Tender Documents • 0.40 MB

BOQ_208579.xls

BOQ • 0.25 MB

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Company

KAMI SHERPA

L1₹69.1 LAccepted-AOC

Robin Thakur

L2₹69.8 L+₹75,006.40 (1.09%)Rejected-Finance

Virender Singh Raghwa

L3₹8.4 L−₹60.7 L (87.9%)Rejected-Finance

Sl No

Description

Qty

Unit

Virender Singh Raghwa

KAMI SHERPA

Robin Thakur

1.00

Excavation in foundations, trenches etc.in all kind of soil in all leads and lifts such as pick work, jumper work in saturated/unsaturated soil including bailing out water, blasting work in hard/ soft rock or chiseling in hard/soft rock where blasting is prohibited in all lifts stacking the excavated earth not more than 3 mtrs clear from the edge of excavation and then returning the stacked soil in 15 cm layers when required into plinths sides of each deposited layer by ramming and watering and then disposing of all surplus excavated earth foundations etc., consolidating as directed within all leads and lifts and handing over the useable materials available from excavation to department free of cost as per direction of Engineer-in-charge with in all leads and lifts.

1,678.32

Cum

295

₹4,95,104.4

180

₹3,02,097.6

Lowest

200

₹3,35,664

2.00Providing, laying, jointing, lowering, aligning, fixing, testing and commissioning of G.I. Pipes conforming to IS:1239 (Part-I & Part-II), latest revision, ISI/BIS marked, of specified diameter and class (Light/Medium/Heavy) complete with all specials, G.I. fittings, sockets, bends, tees, reducers, unions, nipples, supports, hangers, nuts, bolts, washers, jointing materials including PTFE tape/hemp and approved jointing compound, cutting, threading, screwing, fabrication, making threaded joints, lowering in position, proper alignment, anchoring, hydraulic pressure testing, flushing, disinfection, trial run and commissioning, including all labour, tools & plants, machinery, loading, unloading, carriage, handling, storage, all leads and lifts, complete in all respects as per CPHEEO Manual, relevant IS Specifications, Departmental Specifications and the directions of the Engineer-in-Charge.

2.01

15 mm dia (Light Class) (S/S)

700

Rmt

155

₹1,08,500

136

₹95,200

Lowest

138

₹96,600

2.02

20 mm dia (Light Class) (S/S)

1,910

Rmt

215

₹4,10,650

183

₹3,49,530

Lowest

185

₹3,53,350

2.03

25 mm dia (Light Class) (S/S)

6,060

Rmt

295

₹17,87,700

250

₹15,15,000

Lowest

252

₹15,27,120

2.04

32 mm dia (Light Class) (S/S)

6,250

Rmt

365

₹22,81,250

312

₹19,50,000

Lowest

314

₹19,62,500

2.05

40 mm dia (Light Class) (S/S)

1,900

Rmt

485

₹9,21,500

396

₹7,52,400

Lowest

398

₹7,56,200

2.06

50 mm dia (Light Class) (S/S)

3,900

Rmt

605

₹23,59,500

498

₹19,42,200

Lowest

500

₹19,50,000

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Excavation in foundations, trenches etc.in all kind of soil in all leads and lifts such as pick work, jumper work in saturated/unsaturated soil including bailing out water, blasting work in hard/ soft rock or chiseling in hard/soft rock where blasting is prohibited in all lifts stacking the excavated earth not more than 3 mtrs clear from the edge of excavation and then returning the stacked soil in 15 cm layers when required into plinths sides of each deposited layer by ramming and watering and then disposing of all surplus excavated earth foundations etc., consolidating as directed within all leads and lifts and handing over the useable materials available from excavation to department free of cost as per direction of Engineer-in-charge with in all leads and lifts.
2Providing, laying, jointing, lowering, aligning, fixing, testing and commissioning of G.I. Pipes conforming to IS:1239 (Part-I & Part-II), latest revision, ISI/BIS marked, of specified diameter and class (Light/Medium/Heavy) complete with all specials, G.I. fittings, sockets, bends, tees, reducers, unions, nipples, supports, hangers, nuts, bolts, washers, jointing materials including PTFE tape/hemp and approved jointing compound, cutting, threading, screwing, fabrication, making threaded joints, lowering in position, proper alignment, anchoring, hydraulic pressure testing, flushing, disinfection, trial run and commissioning, including all labour, tools & plants, machinery, loading, unloading, carriage, handling, storage, all leads and lifts, complete in all respects as per CPHEEO Manual, relevant IS Specifications, Departmental Specifications and the directions of the Engineer-in-Charge.
2.01	15 mm dia (Light Class) (S/S)	700	Rmt	-	-
2.02	20 mm dia (Light Class) (S/S)	-	Rmt	-	-
2.03	25 mm dia (Light Class) (S/S)	-	Rmt	-	-
2.04	32 mm dia (Light Class) (S/S)	-	Rmt	-	-
2.05	40 mm dia (Light Class) (S/S)	-	Rmt	-	-
2.06	50 mm dia (Light Class) (S/S)	-	Rmt	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Excavation in foundations, trenches etc.in all kind of soil in all leads and lifts such as pick work, jumper work in saturated/unsaturated soil including bailing out water, blasting work in hard/ soft rock or chiseling in hard/soft rock where blasting is prohibited in all lifts stacking the excavated earth not more than 3 mtrs clear from the edge of excavation and then returning the stacked soil in 15 cm layers when required into plinths sides of each deposited layer by ramming and watering and then disposing of all surplus excavated earth foundations etc., consolidating as directed within all leads and lifts and handing over the useable materials available from excavation to department free of cost as per direction of Engineer-in-charge with in all leads and lifts.

2Providing, laying, jointing, lowering, aligning, fixing, testing and commissioning of G.I. Pipes conforming to IS:1239 (Part-I & Part-II), latest revision, ISI/BIS marked, of specified diameter and class (Light/Medium/Heavy) complete with all specials, G.I. fittings, sockets, bends, tees, reducers, unions, nipples, supports, hangers, nuts, bolts, washers, jointing materials including PTFE tape/hemp and approved jointing compound, cutting, threading, screwing, fabrication, making threaded joints, lowering in position, proper alignment, anchoring, hydraulic pressure testing, flushing, disinfection, trial run and commissioning, including all labour, tools & plants, machinery, loading, unloading, carriage, handling, storage, all leads and lifts, complete in all respects as per CPHEEO Manual, relevant IS Specifications, Departmental Specifications and the directions of the Engineer-in-Charge.

2.01

15 mm dia (Light Class) (S/S)

700

Rmt

2.02

20 mm dia (Light Class) (S/S)

Rmt

2.03

25 mm dia (Light Class) (S/S)

Rmt

2.04

32 mm dia (Light Class) (S/S)

Rmt

2.05

40 mm dia (Light Class) (S/S)

Rmt

2.06

50 mm dia (Light Class) (S/S)

Rmt